HomeMy WebLinkAbout030-1063-70-015 (2)
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Wisconsin Department of Safety and Professional Services
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Division of Industry CF.WED
R SOIL EVALUATION REPORT d S`page 1 of 3
r
in accordance wittl Comm 85, Wis. Adm. Code
3 d ZQ1 County St Croix
Attach complet site plaaon SWorital than 8 112 x 11 inches in size. Plan must -7
include, but reference point (BM), direction and Parcel I.D. ! 61S
percent s1o rrow, and location and distance to nearest road. 6,16 ~tp
Please print a!l information. Rev' ed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~71 YA6
Property Owner Property Location I in IF]
Andy.4r40nmiy Oman Govt. Lot SW 1/4 W 114 /24 T 30N N R 19 E (or) w
Property Owner's Mailing Address Block # JSubd. Name CSM#
881 161st 2 na Z(eaZ 3 CSM
City State Zip Code Phone Number L_jCity ❑ Village ■ Town Nearest Road
Hammond W i 54015 715497-4508 140th Ave
( ) St Josc h
New Construction UseE] Residential/ Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Parent material Pitted Outwash Plains Rood P in elev on if applicable na ~o~l X R
General comments Conventional System, system elevation 1 ;1111~- Trenches spaced and depth to code.
and recommendations:
1-9 11 Boring 91.40ft 120 aLon Jq C6 J
Boring #
a Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-25 10yr 3-1 nunu sl ?msbk mfr cs Ic 6 1.0
2 25-29 1Oyr4i4 none scl 2msbk mfr cs le .4 .6
3 29-48 7.5yr4/4 none ms osg ml cs na .7 1.6
4 48-72 7.5yr4.6 none fs osg ml cs na .5 1.0
5 72-120 7.5yr4,'6 none fsims osg ml na na .5 LO
❑
❑ Boring # Boring 91.40 120
❑
• Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
1 0-6 l Oyr3/2 none sl 2msbk mfr cs I e .6 1,0
6-15 1 Ovr44 none scl 2tnsbk mfr CS 1 f .4 .6
3 15-20 7.5yr4/4 none st 2msbk mfr cs 1 f .6 1.0
4 20- 7.5yr44 none ms osg ml es na .7 1.6
5 38-50 7.5yr4/4 none fs osg n11 Cs na .5 1.0
6 50-72 7.5yr4/6 nuns fs/ms osg ml cs na .5 1.0
7 72-120 7.5yr4i6 none cos osg n11 na na .7 1.6
Effluent #1 = BOD > 30:S 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg(L
CST Name (Please Print) Signature CST Number
David J. Steel 248956
Address Date Evaluation Conducted Telephone Number
I#,QQ I~Mh Cf N,-u Pwkm"nd Wl ';dOI t) 1(f /f11,i 715_7ff1_llZdi
Andy And Nicole Oman 2 3
Property Owner Parcel ID # Page of
❑ Boring # ❑ Boring 98.90 120
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-6 10yr3/2 none sl 2msbk mfr cs lc .6 1.0
6-10 1 0,~T44 none Scl 2msbk mfr cs I c .4 .6
3 10-72 7.5yr4i6 none HIS osg nil CS na .7 1.6
4 72_120 7.5yr4.'6
none cos osg ml na na .7 1.6
❑ Boring # C-1 Boring
r7 Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN
in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 'Eff#2
Boring
❑ Boring #
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff
in. Munsell Cu. Sz. Cont, Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Effluent #1 = BOD, > 30 < 220 mWL and TSS >30 < 150 mg!L ' Effluent #2 = BOD,, < 30 ma!L and TSS < 30 mg/L
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Andy and Nicole Oman 1699 150th St.
CST-POWTSM SW l/4,SW 1/4,524,"f i0N,R19W New Richmond, WI 54017
Lic. #248956 Township of St Joseph, St Croix Co. Direct 715-760-0347
9.796 Acres Fax 715-246-0318
Legend N
1"=40'
♦ - Benchmark Ele. 100.00 ft
1, -7 Top of 3/4" white pvc pipe
-Alt Benchmark El 99.90 ft
Top of 3/4' White pvc pipe
Borings
Boring Elevations
B1 = 91.40 ft
B2 = 91.40 ft
133 = 98.90 ft
B4 = 0.00 ft
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BETH PABST
REGISTER OF DEEDS
ST. CROIX CO., WI
CERTIFIED SURVEY MAP RE E
KED FOR RECORD
LOCATED IN THE SWY4 OF THE SWY4 OF SECTION 24,'130N, 06/12/2014 12:35 PM
R19W, TOWN OF ST JOSEPH, ST CROIX COUNTY, WISCONSIN EXEMPT
REC FEE: 30.00
BEAR1NQS REFERENCED TO THE SOUTH LIFE OF THE
SWOUARTER OF SECTION 24. LINE BEAR$ SWW32•VW. COPY FEE: 3.00
ST. CRW COUNTY COORDINATE SYSTEM PAGES: 2
VV Y. CORNER, BEC. 24 NOTE No new lots are being Created- This Cerliified Survey Map is W the purposes of a*ang
(ALUMINUM CAP FOUND) N ft lines between two parcels waled by by John 8 Margery Oman. The previous pmuels consisted
m of a parcel of approximately 1 acre ( 208'X 208') near the saRMRst corner of Section 24 and ft
N crest half of the southwest quarter of the southwest quarter of sad Section 24 except the 1 acre
previously mentioned. The hoes are being adjusted to make the two parcels more equal in area
use rr~_ xr ~
AAW o
a 77.AlAk'J.~r N3~~
1, . G NORTH LINE OF THE SW X OF THE SWM% * W.
N z N89°36'41°E 663.39' 5-2295
--~-f- RICtfA
---A23-0~ IOND
yoT 31' ^ m
SUft, 10 z I i
z
tea:
C"I
N LOT 1 { SEc CORNER MONLWNT
rd1 426,4x3 SQ. FT.II (AS NOTED)
(9.791 ACRES) ♦ 125- OUTSIDE DIAMETER IRON
I 1 PPE FOUND
• 1' OUTSIDE DIAME ER IRON
1 C3 ( PPE FOUND
3 I y ® D 75• x 1r 1RCN REBAR
o WEIGHING 1.502 LES. PER
W LINEAR FOOT SET
N I'- In rR) PRLVIOUSLY RECORDED
o P INFORMATION
Go CID I'- - N Z l It
N INDICATES FENCE
r O 01
W N C
q u,
2 in Q GBERALNOTICE STATIMENT.
CI r .s N z 0. 0. W EACH PARCEL SHOWN ON THS
p r. MAP 15 SUBJECT TO STATE.
COUNTY AND TOWNSHIP LAWS.
tcj r ~ RULES AND REGULATIONS (LE.
C'
Z LOT 2 IN U) ACWETLANDSMINIMUMLOTSM
CESS r TO PARCEL. ETC.
N 426,796 SQ. FT F- BEFORE PURCHASING OR
(9.796 ACRES 0 DEVELOPING ANY PARCEL
In f~ N ) w CONTACT THE ST. CROIX
COUNTYZOMtNGOFFICE AND
`4 U: THE APPROPRIATE TOWN
- BOARD FOR ADVICE
vnortvm
rGARAGE SEPTIc HoL"
LOCATION
® YEIrrS :1 7,
tgi In S Y. CORNER. SEC. 24
® oo N ( 1' STEEL SURVEY 24 MOLISE MARKER NAIL FOUND)
SW CORNER, SEC. FOUND) 6 N WUTH LIM OF THE SW Y. ( ALUMINUM CAP Fotm) Z OM VWES 393.31' 1 S99°56~( 1978A3'
Ak' $266.031 I ,
58~663zw 659 - -
_ Sam 56'27 vv;
RIGHT OF WAY LL ES FOR THIS 3ECT10N OF 140TH I
NOTE
AVENUE WERE PREVIOUSLY ESTAPA SHED ON THAT
.~.SI! PF..M. i CERTIFIED SURVEY MAP FILED N VOLUME 20, PAGE 5056.
~y
Y•~..`F. SCALE N FFFT
NlJlr .214. F1L> . d t• = 200'
Ys ~D SURVEYOR: PREPARED FOR:
SOLUTIONS JOSEP4 GRANBERG JOHN do MARGERY OMAN DRAFTED DY: JWG
1235 CTY RD F 30551 {05TH SIREET JOB NO. 100-240 SHEET
N NEW RICHMOND, Vol 5401 / HERREIC, SO 57632 -)ATE. 06/7/2014 1 OF 2
Vol 26 Page 6023